SW7021008_CURRENT PERMIT_20021223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW-7O"�
DOC TYPE
CURRENT PERMIT
C
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
2� /29f�
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
DIVISION OF WATER QUALITY
December 23, 2002
Ms. Maria Kaml
Northeastern Community
P.O. Box 367
Camden, NC 27921
Dear Ms. Kaml:
Development Corporation
Subject: Stormwater Permit No. SW7021008
Northeastern CDC Daycare
High Density Stormwater Project
Camden County
The Washington Regional Office received the completed
Stormwater Application for the subject project on October 3, 2002.
Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW70021008 dated December 23, 2002 to Northeastern
Community Development Corporation for grass swales and an
infiltration basin to serve Northeastern CDC Daycare located in
Camden, NC.
This permit shall be effective from the date of issuance until
December 23, 2012 and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of
the. stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form
of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611--7447.
Unless such demands are made this permit shall be final and
binding.
943 Washington Square Mall Washington, N.C. 27889 Telephone [phone] FAX [phone]

Maria Kaml
December 23, 2002
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Roger K. Thorpe at (252)
946-6481, extension 214.
Sincerely,
02-- im ulligan
Water Quality Regional Supervisor
Washington Regional Office
cc: Hyman & Robey
Camden County Inspections
WaRO Stormwater Files
Central Files
�� A

State Stormwater Management Systems
Permit No. SW7021008
STATE OF NORTH CAROLINA.
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143,
General Statutes of North Carolina as amended, and other applicable
Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Northeastern Community Development Corporation
Camden County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the "stormwater xules") and the approved
stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit for grassed
swales and an infiltration basins to serve Northeastern CDC Daycare
located in Camden, NC.
This permit shall be effective from the date of issuance until
December 23, 2012 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and
volume of stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management of
stormwater runoff as described on page 2 of this permit, the
Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Total Site Area:
Total Impervious
Surfaces Allowed:
Basin Depth:
Required Storage Volume:
Provided Storage Volume:
Northeastern CDC Daycare
SW7021008
Camden County
Northeastern Community
Development Corporation
PO Box 367
Camden, NC 27921
10/3/2002
UT to Sawyers Creek
C Swp
1.65 acres
0.79 acres proposed
1.5 feet
2,834 cf
5, 792 cf
Overflow elevation 4.5 feet

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
S. The following items will require a modification to the permit:
a. Any revision to the approved plans,. regardless of sxze
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount, of built -
upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the
permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director
for modifying the site to meet minimum requirements. The
permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have
been made.
II. SCHEDULE OF COMPLIANCE_
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. The stormwater management system shall be constructed in
its entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall, at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:

a. Semi-annual scheduled inspections (every 6 months)
b. 'Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6. Upon completion of construction and prior to operation of this
permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that
the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other
supporting documentation. Mail the Certification to the
Washington Regional office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. A copy of the approved plans and specifications shall be
maintained" on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to Enforcement action
by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee
from complying .with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.

4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as
the construction of additional or replacement stormwater
management systems.
S. The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification,
revocation and reissuance or termination does not stay any
permit condition.
Permit issued this the 23 rd day of December, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f
kA1an W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental. Management Commission
Permit Number SW7021008

Northeastern CDC Daycare
Stormwater Permit No. SW7021008
Designer's Certification
I,
as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(Project Owner)
hereby state that to the best of my abilities, due care and
diligence was used in the observation of the project construction
such that the construction was observed to be built within
substantial compliance and intent of the approved plans and
specifications.
Signature
Registration Number
Date

W4- hp
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUAi.ITY
CERTIFIED. MAIL
RETURN.RECEIPT REQUESTED
7016.'1370 0002 2184 6299
March 16, 2017
Mr. George Wm. Bright, III, Executive Director
Northeastern Community Development Corporation
P.O. Box 367
Camden, NC 27921
Dear Mr. Bright:
ROY COOPER
Governor
MICHAEL S, REGAN
SeCrernry
TRACY DAVIS
Uirrclnr•
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7021008
Northeastern CDC Daycare
Camden County
On March 11, 2016 1 sent you the attached letter advising you that Stormwater permit
SW7021008 was up for renewal. To this date we have not received: a response. The
permit has now expired and you are now operating without a valid permit. Operation of
a stormwater treatment facility without a valid permit is a violation of NC General Statute
143-215.1 and may result in an appropriate enforcement action including assessment of
civil penalties..'A stormwater permit is required regardless whether if a business is open
or closed.
Please submit a completed renewal application along with a processing fee of $505.00
within 30 days. The permit renewal application forms can be found on our website at
http://deq.ne.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-
permits/stormwater-permits/forms. If you have questions, I will be glad to discuss this
with you by phone or meet with you in person. You can reach me at [phone].
Enclosure
Sincerely,
Roger K. Thorpe
Environmental Engineer
-�-Nothing Compares_
state of North Carolina I Environmental Quality j Energy, Nlincrat and Land Resources
Washington Regional OfFlce. i 943 Washington Square wiall I Washington. NC 27889
252 946 b481

COMPi Thilli)AI ON DELIVERY
SENDER: COMPLETE THIS SECT10k
■ Complete items 1, 2, and 3.
A. Sign ur
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❑Agent
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so that we can return the card to you.
❑ Addressee
■ Attach this card to the back of the mailpiecil
8 R ceived by (Printed Name) C. Date of Delivery
or on the front if space permits.
D. Is d fts different from item 1? ❑ Yes
1. Article Addressed to:
If er deTW ress below: ❑ No
MR. GEORGE WM. BRIGHT III
NORTHEASTERN COMMUNITY
DEVELOPMENT CORPORATION
N
MARS
CAMDEN6NC 27921
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MR. GEORGE WM. BRIGHT III
COMMUNITY
NORTHEASTERN -
DEVELOPMENT CORPORATION
PO BOX 367
CAMDEN, NC 27921

C)FFiCE.USE' C?N% ' :: � �vx aw
Date Received
Fee Paid
Permit Number
1 O 3 Q Z.
Z.d ' dD
7 o) __ l a el
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECEivED
STORMWATER MANAGEMENT PERMrr APPLICATION FORM OCT 3 2002
This form may be photocopied for use as an original
I. GENERAL INFORMATION DWQ-W ARO
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Northeastern Corununity Development Corporation
2. Print Owner/Signing Official's name and title (person legakly responsible for facility and compliance):
Maria Kaml, Executive Director
3. Mai}ing Address for person listed in item 2 above:
P.o. Box 367
City: Camden State: NC Zip: 27921
Telephone Number: ( 252 ? 338-5466
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Northeastern CDC Daycare
5. Location of Project (street address):
Gumberry Road
City: Camden
County: Camden
6. Directions to project (from nearest major intersection):
From the intersection of NC 343 and US 158, travel northeast on US 158 for 0.39 miles,
turn left on SR 1240 (Gumberry Road). The project is located at the end of SR 1240.
7. Latitude: 760 10' Longitude: 360 20' of project
8. Contact person who can answer questions about the project:
Name: Sean C. RQlpy, PE Telephone Number: 252 335-1
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal _Modification
Form SWU-101 Version 3.99 Page d of

?. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control �404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project,
All store ester will be routed through grass lined swales. The drainage area containing
the proposed iTi2grvious. surfaces will be routed to an infiltration basin designed to
hold the first 2" runoff.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area: 1.65 acres
5. How many drainage areas does the project have? 3
4. Project Built Upon Area: 47.87 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Receiving Stream. Name Sawyer's Creek Sawyer's Creek
Receiving Stream Class CSW CSW
Drainage Area 1.08 AC I 0.29 AC
Existing Impervious* Area 0.02 AC 0.03 AC
Pro osed Im ervious*Area 0.74 AC 0.04 AC
Impervious* Area (total) 68.52 % 17.24
{ ervious*Surface Area Drain age Area 1 ', DainageArea 2Y.' ;
r.
rM
On -site Buildings 0.16 AC 0.05 AC
On -site Streets
On -site Parking 0.53 AC
On -site Sidewalks 0.05 AC
Other on -site
Off -site
Total: 0.74 AC Total: 0.05 AC
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**DRAINAGE AREA 3 CONTAINS 0.25 ACRES, BUT NO EXISTING OR PROPOSED IMPERVIOUS SURFACES.
Form SWU-101 Version 3.99 page 2 of 4

7. How was the off -site impervious area listed above derived?. _ _ -NZP
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary sigraificantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings. .
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management peratit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

. VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of S420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): H an & Robey
Mailing Address: 529 S. Hughes Blvd.
City:_ Elizabeth City State: NC Zip: 27909
Phone:( 252 ) 335-1888 Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Maria Kaml
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature:
Date: r - 5 DJ Oa
r
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: Northeastern CDC Daycare
Contact Person: Sean C. Robey Phone Number: ( 252 ) 335-1888
This worksheet applies to: Basin No. N/A in Drainage Area 1
(as iden rifled on plans) (from Form 5WU-101)
I1. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fins]).
Soils Report Summary
Soil Type State
Infiltration Rate 0. 6 in/hr r ef/hr/sf (circle appropriate units)
SHWT Elevation 1.9 T fmSl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 2 inch (1.5 inch event for SA waters, I inch event for others)
Design Volume 5630 c.f.
Drawdown Time 1.25 days
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
29 ft. X sq. ft. (bottom dimensions)
5792 w_c.f.
3.0
fmsl
4.5
fnsl
5.0
fmsl
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants nitials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located'at least 100 feet from water supply wells.
- --- C. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
------ f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
QK ` i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
i
•
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -dawn calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Maria Kaml, Executive Director,
Address: P.O. Box 367, Camden, NC 27921
-3 8-5466 1 Date: 9- ) -no�
Si
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and a
resident oof'tthe subdivision has been named the president.
I [' - y-be5 TRnbe�,j a Notary Public for the State of o �VO ounty of
2�'�h
do hereby certify that Marl Q KQrn I w personally appeared before me this..rL
day of , _zjz& and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my 11 nd and official seal,
1t1 �flll!/l�l�
FOReF 7// 8�8 joS
r � � My commission expires
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1; J��.••'%v`'9 Page 3 of 3

Attachment to INFILTRATION BASIN SUPPLEMENT
For the Northeastern CDC Daycare
Separation between the basin bottom and the seasonal high water table has been
reduced to 1.1' to provide increased storage. The basin has been designed to store
the runoff from the first 2 inches of rainfall.
f. The system is located entirely on the daycare site and is adjacent to the parking
area, which will provide easy access to the basin. The overflow for the basin
drains to an existing on -site swale that drains to on -site wetlands.
q. No bypass was provided because we have increased the storage to include the first
2 inches of runoff and an overflow weir has been added to route excess rainfall
through the pond.

Hvman & Robev
Consulting Engineers and Lard Suri,eVorc (252) 35-1888 Office
[phone] Office
(2 52) 3 38- 5 552 Fax
October 1, 2002
Mr. Bill Moore
Dept. of Environment and Natural Resources MECEIVE�
Water Quality Section
943 Washington Square Mall OCT 0 3.2002
Washington, NC 27889
DWQ-WAR®
Subject: Stormwater Management Permit
Northeastern CDC Daycare
Proj. # 02170
Dear Mr. Moore:
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the above referenced plans.
2. The original and one (1) copy of the Stormwater Exemption Application
and Infiltration Basin Supplement,
3. Two (2) copies of the project description and calculations.
4. Check in the amount of $420.00 for the required fee.
If you have any questions, please do not hesitate to call this office at
[phone].
Sincerely,
Sean C. Robey, P.E.
Kimberl D. Hamh
Y Y
'Engineering Assistant
4
cc: file
Randi S. Knofsky, AIA
Maria Kaml
529 S. Hughes BlwL, Eli; ahelh 00% NC 27909

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Northeastern CDC Daycare
Camden, North Carolina
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The Northeastern Community Development Corporation is proposing to build a
dayeare facility on a l .65-acre site located off the end of SR 1240 in Camden County.
The site is zoned Highway Commercial by Camden County. New construction will
include a 100-student daycare building with required parking, septic system, and a
stormwater infiltration basin.
Three soil borings were made on site. The first two were in the septic field area
where the average existing grade is approximately 6.36. They had the following
characteristics. 0-8": Topsoil, 8"-60": Sandy Loam to Sandy Clay Loam. The water table
was encountered at a depth of 54-60". The third boring was taken in the area designated
for the infiltration basin where the existing grade is 5.25. The soil characteristics were as
follows: 0-8": Topsoil, 8"-30": Sandy Loam, 30" to 40": Fine Sandy Loam. The water
table was encountered at a depth of 40". This corresponds to the soil classification of StA
(State) as shown on the Camden County Soils Map as prepared by the U. S. Department
of Agriculture, Soil Conservation Service. The permeability of this soil is moderate (0.6-
2.0 in/hr) in the subsoil and moderately rapid (2.0-6.0 in/hr) in underlying layers. Since
this soil type will allow an infiltration system, we feel it is an acceptable method of
stormwater treatment for this site.
There are 3 drainage areas on site. Drainage Area 1 contains most of the new
construction including the parking lot, sidewalks and building. The area is 1.08 acres
with an impervious area of 0.74 acres or 68.52%. Stormwater from the parking lot sheet
flows across the asphalt to a grassed swale located along the western property line.
Drainage from the building is collected by an underground collection system for the
gutter downspouts. The collection system connects to another grassed swale. Both of the
grassed swales drain to the infiltration basin located at the north end of the site. The
basin has been designed to store runoff from the first two inches (2") of a rain event.
Runoff that exceeds the 2" runoff will flow directly through the pond, over a rocked weir,
to a grassed swale that drains to the adjacent wetlands of Sawyer's Creek. The basin
bottom is at elevation 3.0. This provides approximately 13" of separation between the
seasonal high water table at ±1.9 and the bottom of the basin. Using the minimum
infiltration rate of 0.6 in/hr for the soils, the basin should draw down in 30 hours.
Drainage Area 2 contains 0.29 acres that includes part of the entrance to the site
and the southern portion of the playground. There is currently a gravel entrance at this
location. The impervious surface in this area will be increased from 0.03 acres to 0.04
9

acres and will continue to drain to a ditch adjacent to the entrance drive. The impervious
area for this drainage area is 17.24%.
Drainage Area 3 contains 0.25 acres that consists mostly of playground area.
There are no impervious surfaces planned or existing in this area. Stormater will sheet
flow across grass to an existing swale on the east side of the site.
The disturbed area for development is approximately 1.6 acres. This area includes
the entire site except for the driveway onto the Harold property and the wetlands.